求解了微梁的临界挠度 pull-in deflection
验算钢骨混凝土转换梁的挠度和裂缝宽度。
The deflection and the crack width of the SRC transfer girder are calculated.
其中格林函数是由半平面的位移解，梁的挠度理论求得。
Where the Green function is obtained by the sum of the half-plane solution for surface displacement and beam theory deflections.
截面的选作不是考虑到抗剪的连接件（如果梁的挠度需要考虑的话）。
The choice of optimum section does not consider the number of shear connectors required or if beam camber is required.
应用推荐